Analysis of Aquifer Tests Conducted at Boreholes USW G-2, 1996, Yucca Mountain, Nevada PDF Download
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Author: Grady M. O'Brien
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 32
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Book Description
Author: Grady M. O'Brien
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 32
Get Book Here
Book Description
Author: Grady M. O'Brien
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 22
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Book Description
Author: Grady M. O'Brien
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 22
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 26
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Book Description
Borehole USW G-2 is located north of Yucca Mountain in a large-hydraulic-gradient area. Two single-borehole aquifer tests were conducted in the borehole during 1996. A 54.9-hour pumping period was conducted February 6--8, 1996, and a 408-hour pumping period was conducted April 8--25, 1996. The purpose of testing was to obtain estimates of the aquifer-system transmissivity and to determine if perched water was affecting the observed water level in borehole USW G-2. This report presents and analyzes data collected between February 6 and December 17, 1996. Analysis of the aquifer-test data indicated that fracture flow, dual-porosity flow, and boundary-affected flow conditions were observed in the drawdown and recovery data. Transmissivity estimates ranged from 2.3 to 12 meters squared per day. The most representative transmissivity estimate for the interval tested is the early-time mean transmissivity of 9.4 meters squared per day. The Calico Hills Formation was the primary formation tested, but the top 3 meters of the nonpumping water column was within the overlying Topopah Spring Tuff. Persistent residual drawdown following pumping more than 6 million liters of water during aquifer testing may indicate that the bore-hole intersected a perched water body. After 236 days of recovery, residual drawdown was 0.5 meter. The quantitative effect of the perched water on the observed water level in borehole USW G-2, however, cannot be determined with the available data.
Author: Grady M. O'Brien
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 48
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 41
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Single-borehole aquifer tests were conducted in three boreholes in the Yucca Mountain area between March 1995 and January 1996 to obtain estimates of borehole specific capacity and aquifer transmissivity. Analysis of aquifer testing in borehole USW SD-7 also resulted in an estimate of reservoir volume. Aquifer-test data were analyzed with the Cooper and Jacob straight-line method, two modified Theis nonequilibrium equation solutions, and a modified reservoir-limit solution. The highest estimates of transmissivity were in borehole USW WT-10, completed in the Topopah Spring Tuff. Mean transmissivity, based on the results of three drawdown tests, was 1,600 meters squared per day. Mean specific capacity in borehole USW WT-10 after 5 hours of pumping was 1,100 meters squared per day, and was estimated to be 740 meters squared per day after 24 hours of pumping. Aquifer testing in borehole UE-25 WT No. 12 appeared to be significantly affected by well losses. A mean transmissivity of 7 meters squared per day was obtained on the basis of analysis of three drawdown tests in borehole UE-25 WT No. 12. Mean specific capacity in borehole UE-25 WT No. 12, after 24 hours of pumping, was 7 meters squared per day. Borehole UE-25 WT No. 12 seemed to be producing water from fractures that could provide only a limited amount of water to the borehole.
Author: Grady M. O'Brien
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 36
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Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 220
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Author: Arthur L. Geldon
Publisher: Geological Society of America
ISBN: 0813723817
Category : Science
Languages : en
Pages : 100
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Book Description
Author: Arthur L. Geldon
Publisher:
ISBN:
Category : Borehole mining
Languages : en
Pages : 134
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Book Description
